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Structural Engineering and Mechanics
  Volume 25, Number 2, January30 2007 , pages 219-237
DOI: https://doi.org/10.12989/sem.2007.25.2.219
 


Influence of cable loosening on nonlinear parametric vibrations of inclined cables
Qingxiong, WuKazuo Takahashi and Baochun Chen

 
Abstract
    The effect of cable loosening on the nonlinear parametric vibrations of inclined cables is discussed in this paper. In order to overcome the small-sag limitation in calculating loosening for inclined cables, it is necessary to first derive equations of motion for an inclined cable. Using these equations and the finite difference method, the effect of cable loosening on the nonlinear parametric response of inclined cables under periodic support excitation is evaluated. A new technique that takes into account flexural rigidity and damping is proposed as a solution to solve the problem of divergence. The regions of inclined cables that undergo compression are also indicated.
 
Key Words
    inclined cable; loosening; parametric vibration
 
Address
Qingxiong Wu; College of Civil Engineering, Fuzhou University, 523 Gongye Road, Fuzhou, Fujian, China
Kazuo Takahashi; Department of Civil Engineering, Faculty of Engineering, Nagasaki University, 1-14,
Bunkyo-machi, Nagasaki, Japan
Baochun Chen; College of Civil Engineering, Fuzhou University, 523 Gongye Road, Fuzhou, Fujian, China
 

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